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71.
求解非线性有限元方程的弧长法及在工程稳定分析中的应用 总被引:1,自引:0,他引:1
本文讨论了求解非线性有限元方程弧长法的基本原理及具体实施,并应用于压杆及滑块的稳定性分析。由于弧长法具有确定并通过结构临界应力状态的临界荷载值,因此可以应用于工程稳定性分析。算例表明,弧长法确定的临界荷载值是令人满意的。 相似文献
72.
章礼明 《中国地球化学学报》1993,12(1):92-96
By using the Lagrange‘s intermediate value theorem,it is derived mathematically that the structur-al distortion of a coordination polyhedron may lead to an increase in bond-valence sum of the cen-tral atom of ion .The applicabilities of the bond-valence model are discussed in the following two cases:the modeling of crystal structure ,and the indication of distortion degree of a coordination polyhedron.Also it is shown that a distorted polyhedron should be in favor of a longer average bond length or a smaller coordination number. 相似文献
73.
Geophysical analysis of zonal tidal signals in length of day 总被引:5,自引:0,他引:5
Benjamin Fong Chao James B. Merriam Yoshiaki Tamura 《Geophysical Journal International》1995,122(3):765-775
74.
应用三维地震资料设计水平井的轨迹,用人工合成记录标定层位和岩性并进行精细的构造解释和储层横向预测,对测区速度场进行研究,利用Geoquest 人机联作解释系统编绘层拉平图、转弯测线剖面图,不整合面构造图,各套油层顶面构造图,沿地层倾向设计水平井的轨迹.经两口井钻探,钻遇不整合面的误差0.19%—0.39%,一口井平均钻遇油层204m,相当9口直井的效益.用地震资料设计巷道水平井的关键是油层标定、深度标定和确定油层走向,用人机联作系统绘制水平切片图、反射波振幅图、油层顶构造图,设计了在油层内钻探的巷道井.经钻探,钻遇不整合面的误差0.07%,在真厚度8.23m 的油层内钻进563m. 相似文献
75.
76.
1500年宜良地震地表形变带的考证 总被引:2,自引:0,他引:2
据历史记载1500年在宜良一带发生了一次强烈地震,由前人对该次地震无较详细的现 场实地考查资料,因此对这次地震认识说法不一。1992年作者对该次地震进行了实地考证。发现和确认了这次地震十分丰富的地震地表形变带,现存长度达81公里,最大左旋水平位错量9至11米。研究结果表明该次地震的发震构造为小新街-徐家渡断裂,震级接近8级。 相似文献
77.
A large sample of summertime data from the McGill Radar Weather Observatory was analyzed to determine the variation with altitude
of the horizontal extent of individual rainshowers. For echoes defined by a reflectivity factor of 39 dBz (equivalent to a
rainfall rate of about 10 mm/h) it was found that the mean area of the total population of echoes decreases linearly with
altitude from approximately 20 km2 at 2 km to 11 km2 at 8 km. Subsets of the total population were investigated, consisting of only the echoes penetrating the altitudes of 6,
7, and 8 km. On the average these relatively tall echoes are much greater in horizontal extent than the total population.
Whereas the sizes of the total population of echoes at any altitude are distributed approximately exponentially in terms of
the square root of area, the sizes of the “survivors” that extend to high altitudes may be described by the gamma distribution
with a mean value decreasing approximately linearly with height above 3 km and a dispersion of 0.55. Some characteristics
are also reported for echoes defined by reflectivities of 31 dBz and 47 dBz. Estimates are given of the fraction of the total
area in a horizontal plane that contains echoes in each of these categories. 相似文献
78.
79.
Numerical simulation of groundwater flowing to horizontal seepage wells under a river 总被引:6,自引:0,他引:6
A horizontal seepage well, consisting of an interconnected vertical well, galleries, chambers and small-diameter radiating
bores, is used to acquire relatively clean water that has been filtered through natural alluvial deposits in a riverbed. It
has wide application, especially in arid and semi-arid areas. The lack of calculation formulae or models for horizontal seepage
wells, up until now, has resulted in several false applications. Based on the analysis of groundwater flow characteristics,
it has been concluded that several flow regimes coexist and hydraulic head loss exists in the horizontal seepage well. To
avoid the difficulty of confirming the flux or head distribution in such a complex system, the model boundary of the whole
horizontal seepage well has been moved to that of just the vertical well, and the well-aquifer system was treated as a heterogeneous
medium, where the horizontal seepage well itself is a highly permeability medium. A mathematical model has been developed,
based on the coupled seepage-pipe flow, by the introduction of equivalent hydraulic conductivity according to different flow
regimes. Then a three-dimensional finite difference numerical model, based on the mathematical model, was developed and applied
to a horizontal seepage well in China. The numerical model verified the groundwater flow characteristics of the horizontal
seepage well.
An erratum to this article can be found at 相似文献
80.
Indian peninsular shield, which was once considered to be seismically stable, is experiencing many earthquakes recently. As
part of the national level microzonation programme, Department of Science and Technology, Govt. of India has initiated microzonation
of greater Bangalore region. The seismic hazard analysis of Bangalore region is carried out as part of this project. The paper
presents the determination of maximum credible earthquake (MCE) and generation of synthetic acceleration time history plot
for the Bangalore region. MCE has been determined by considering the regional seismotectonic activity in about 350 km radius
around Bangalore city. The seismotectonic map has been prepared by considering the faults, lineaments, shear zones in the
area and historic earthquake events of more than 150 events. Shortest distance from the Bangalore to the different sources
is measured and then peak ground acceleration (PGA) is calculated for the different source and moment magnitude. Maximum credible
earthquake found in terms of moment magnitude is 5.1 with PGA value of 0.146 g at city centre with assuming the hypo central
distance of 15.88 km from the focal point. Also, correlations for the fault length with historic earthquake in terms of moment
magnitude, yields (taking the rupture fault length as 5% of the total fault length) a PGA value of 0.159 g. Acceleration time
history (ground motion) and a response acceleration spectrum for the corresponding magnitude has been generated using synthetic
earthquake model considering the regional seismotectonic parameters. The maximum spectral acceleration obtained is 0.332 g
for predominant period of 0.06 s. The PGA value and synthetic earthquake ground motion data from the identified vulnerable
source using seismotectonic map will be useful for the PGA mapping and microzonation of the area. 相似文献